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Home My WebLink About1996-007837 - deck . P��RMIT ' CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 '��:�';�;�r;k�:1 Crystal Bay, Minnesota 55323 Permit Number: �:=;-i';;^._;r (612)473-7357 Date Issued: };�;.�,� ,,�;� SITE ADDRESS: �'�.:.�� `i�ytd'•= �_`T ti._, , �`_�ir �' ' ' �_� , , _: ... • � . .... 7. r .+ ., :;r�,-y ,,. 1 f�t c�._�'-'s � �.:.,., . .., , ,: DESCRIPTION: �;�::�:: ��+_�i i��i�� f='�rti�zt. �'y�=,� °�;�—�u�!��f•t��U�� E�la�. + �_ .� _ Wr;�i�.:: --v��k:; ?�iFC;�-�. i_1(_:(�: i�!(:C_;�'_!Il�-" s� , �,,:��}-��.�,.zs i�i C:i�.i ��i i r��E1 U�� ,W��1 i 1?�� i�-ti—�� r'-1 �; :i'�i_{�a :l::c'L ' � 1-'I=•'" tFl1i ! t•r..i__�= �.. _ _ . _. ��.. . t_•�:I C_._. i r=�L REMARKS: °��i'H4f�I E �-TfiT� F'�=r,:t i I T �;�i;�t 1 I�;f�� ►h �.i�.��=:T�I�=r�� . FEE SUMMARY: 'vl;i._!_j��l 1 i,l�I��.� �.`-.u.;i;i_){3 i��c��= ��r• ��'=i'=� . ;�. �'i�,,�j �c��i�w s:�„�;'i , ;-,�. .'_�E1�'C4�1��'�?_' --�_._.�_ _�::z�f_`.n��;a} j��e 7.�.t Z ��_';� �+�T� L}1 N= . �`� CONTRACTOR: —� ��:F��l. ?��—�+. — '=�� . �I C.` . OWNER: �.,ji�lt 7{.� ��3�i`=��i�� t��_�f�`_��i'1l J!_�T(�f�� j,'_i:�;;%"_�7��;_ i�,t��,��_ �_:i�iLi�-i�� ;'!f-i�`.i'�i� �.s=;�.i);' "!�`=:v;l`'L.�. L..�`� �._ :°� �.4:i�:t.i:; L` I L�-s t•,I C�t�l�=_TS=�I��::�� ;•ii�� .��_;�: s_r;iE�it�l��+ t•1!�! �r,_�`�1 f_t��.J:... ��_��—'`� 't-„_, {,F?� '.}�rr i`�;.(„7�. l 1� � f;- ? �` ~ �-� �-F;; {�il 1� `�� 'L"";�`�i S :�i� 1'! E.;,• `t- �- , 's' ,'1-��+��-� i_ ,.� •�•r��. E'�� _ �{..}...€'+:''�� 7.•�#��1 i ��'{_. Y'`.� ,_i�_��i'•= i+�i . ��`•_�'•��T' �_ 3'3�'•�.�_ !E��._ ._rl�_ L�i� _ �._� ��'�! .. C:i i E' t 3 i i' �i s:� . . _ S .;i - i.; :w.i,�;•��;�" ��.�) �`�`aJi�3 i-,lSLt�'.�'.'•�� . �...� �_�_.� . .i.._1 �v�_!�'i�'�:, �� _� � r,j�,:; i:i_.Ei'?{`'I...��;iil;_;:�, ,:;� I � �-:�.!, t��: i� � l..�t' L �il (�� _�'•�J I��I��.__ f-i �!J �s f i 1��.� 1_!�' 1 4 ��il��=_'..._._��F� _�_?s �"f ' {-'� '`'" . i,ct(}t�';��'!�._�d 1'•_ . � ��.�'!�i a_; 1�- t. _ *'i i -�` �- 1..�1 I.�� _�.!1�•i.._ �°E: � � _ �" � APPL ANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE Total Fee: S � ' �'` , ' ' DateReceived: `�`�� — ��- Date Approved: Entered By: �,`�c Permit#: ;��3 T CITY OF ORONO - BUII�DING PERI�VIIT APPLICATION ALL L�FORi�IAT`ION I�NST BE SUBMTT"I�ED IN FULL BEFORE PLA��1 REVIEW WII�L BESTARTED ----------------------------------------------- THE �PPLIC:�r`T IS: (circle one) OWNER R CONTRACTOR` JOB SITE �DDRESS ` ��,`� ;`if,�;�,.,s:�.� ��-� - %�'-� ZIP: -;`-.� �3 '�i � NA�ti1E OF O`V�7ER: : ' ,� �.��, b �: ��r�� `��+.��<<t t PHOivE: (home) �;`7� — .`�� c�'� � (work) �I�INGADDRESS: ��,2� ��c��=� i�r. �-�F CITY:i.C, t� �t�� ZIP: 5 S 3'=� ( CONTR.ACTOR ��;��>s��,r 'r��5 T �t c PH2�1TE: �:� ��z-C; 7�;`� NIOBILE PHOi /PAGER� ��-`1�(��1 � MAII.ING ADDRESS: t�� t�'� ��K�>I� �� CIT . <<� . ZIP:.5's�� STATE LICENSE: # (��) � ARCHITECT/ENGINEER: f j��I��r•c� r'u �.��S-Y/ti �.� PHO�IE: 3�7' � - �� MAILPi 1GADDRESS:y 3 �l��C��k S-1 �SC S.. t��c. CITY:/`i+pl S ZIP:��y!4� NA.�VIE: < <<-t 1��•,i►�� ('1=:c� ; �'�= �rrt REGISTRATION # TYPE OF WORK: New Addition ?� Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED�VORK(describe indetail): j/� x � C' �e z:-I:.- �-� i � � �`�- �'�c� �� r'``�� ,y-+{ ��G�.C�� 4:��C�� (�C� G= in� :.,.1 c.. 1 � r `�� L-` �� STORIES: SQ. FEET OF EACH FLOOR: NO. OF BEDROOI�IS: GARAGE STAI.LS: ATT. DET. ESTL'�I�TED CONSTRUCTION VALUATION(escluding land): $ �S�yC��-`�� I hereby applv for a building permit and I acknowled�e that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry and with the State Buildin� Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLIC��1T'S SIG�TATL�-/-�. �:;.� ��' DA'TE: �— 3 -lr'-L � NOTE! Parade o Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permi�ted eti�ents will not be allowed. Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individuai on whom the data is s[ored or to be stored shall be as set forth in this section. Subd.2. Information required to be given indiridual. An individual asked to supply private or confidenaal dara concerning himself shall be informed of: (a)the purposc and incended use of the requested data wichin the collecring'state agency, polidcal subdivision,or sratewide system; (b)whether he may cefuse or is legally required ro supply the requested dara;(c)any�own coasequence arising from his supplying or refusing to supply privace or confidendal data:and(d)the identiry of other persons or enaries authorized by state or federal law to receive the data. 'Ihis requirement shall not apply when an individual is asked to supply invesrigadve dara, pursuant[o secrion 13.82, subdivision 5, ro a law enforcement o�cer. "Ihe commissioner of re�enue mav lace the noace re uired under this subdivision in the individual income tax or ro ertv taz refund instrucrions instead uf en those forms. Subd.3. �ccess to data by individual. Upon request to a responsible authoriry,an individual shall be informed whether he is the subject of stored data on individuals,and whecher i[is classified as pubiic,private or confidenaal. Upon his funhe�request,an individual who is the subject of stored privace or public dara on individuals shall be shown[he data without any chacge to him and,-if he desires, shall be informed of the conrenc and meaning of that dara. After an individual has been shown the private data and informed of i6 meaning,the data need not be disclosed to him for six monrhs thereafter uniess a dispu[e oc action pursuant to this section is pending or additional data on the individual has been collecced or creared. The responsible au[horiry shall provide copies of the private or public data upon requesc by the individual subject of the data. The responsible auchoriry may require the requesring penon to pay the actual costs of making, cerrifying, and compiling the copies. The responsible au[horiry shall comply immedia[ely, if possible, with any reques[made pursuant to this subdivision,or within five days of the date of the request,ezcluding Saturdays,Sundays and legal holidays, if immediaee compliance is not possible. If he cannot compiy with the reques[ within that rime,he shall so inform the individual,and may have an addidooal five days wi[hin which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data conceming himseif. To ezercise this right,an individual shall nocify in writing the responsible authoriry describing the nature of the disagreement_ The responsible au[hority shall within 30 days either: (a)correct the data found to be inaccurate or uicomplete and attempt to nodfy past recipiencs of inaccurate or incomplete da[a, including recipients named by the individual; or(b)nodfy the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's stacement of disagreement is included with the disclosed data. The determinadon of the responsible authority may be appealed pursuant to the provisions of the ad[ninistradve procedure act relating co contested cases. DATA PRIVACI' ADVISOP.Y In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1, The information you fumish will be used to determine your qualification for the pemut or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3, T'he information may be shared with other local, state or federal agencies to che extent necessary [o process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. j. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. (, Your full name is required to process this application or permit. �C�.S �. � �� , F�� iddle �� .� � � Address _ c.-�� 'Z�n� �S3�15 vl �-`-�3'��-4�76� �L '� Phone Ciry State Z�? nderstand my rights as stated above. � C—C"�'/ �� Signature CHECK OFF LLST FOR ISSUAl�iCE OF PERMITS FOR OF�'ICE USE ONLY �,DDRESS OR LEGAI.: ��r.�7 ;��`,l�v' �`� ,l PID: G'�'- /�7 - ,� _3 �f � �� DESCRIPT'ION OF WORK: �'� �= ZONING REV�W BY• C�' ��--.._ DATE APPROVED: �f-11 �� W BY: —s'�I ; ....�a_ DATE APPROVED: �l-i( yr� BUII..DING REVIE _ FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes C� ' No P�,N g��w yes ,,�-� No SEWER CONNECTION STATE SURCHARGE Yes �� No WATF� CONNECTION INVESTIGATION FEE Yes No �-�'' PARK FEE SAC Yes No ✓' SITE INSPECTION Number of SAC Units OTHER (specify) ------------------------- ZONI'vG CHECK LIST Zoning Districr. f�..-f fa Shoreland District : �-�S Fire Department: �_�- �>�; z-r�i>'r Post Office: ��,�--�<�,-�� School District: ��`(_z:n� � ---r—= Lot Area: Sq.ft. 'L .c:i � --� Acres �,� r Width i/:T i�Z��-/�-ti'< Depth — � No Date of Survey: ��-�� cj� Survey Submitted: Yes �_ Proposed Setbacks: , �r� - ;��,' Right Side: `= Front (I�icc): ` Rear (Street): �% S ' Left Side: � 7`� `'" Adjacent Structures: ��%tZ�� Wetland: /�'��'� BuIlding Height: Def. Hgt. N l/l Peak Hgt. — Av�. Setback: �`�� Bluff Setback: /L` �� Lot Coverage: N�� Existin� Proposed b Hardcover: 0-75' 75-250' �j.i< 250-500' 500-1000' Hardcover Variance Required: Yes No ��- Date of Council Approval: Grading: Staff Approval Date: N (r�(�- By: Council Approval Date: Sepuc: Staff Approval Da[e: ��'� BY� Zoning File: # " Resolution: # ' Resolution Date: �tF'�iARX.S (in house): BUII..DING REVIEW CHECK LIST UBC: !Z ' � CONSTRUCTION T'YPE: V�� Sq Footage S Per Sq Ft; Basement z lst Floor x 2nd Floor x Garage X R - TOTAL Estimated Construction Value: $ �'-�,CtX'�u Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal �Iechanical Water Connection {( Footing Septic Sewer Connection h Framing Fireplace Lawn Irrigation Insulation (Masonry) O[her �.Wall Board (Mfg.) Well (State Peraut) aC Final Grading/Filling K Electrical (State Permit) Other REMARKS (IN HOUSE): - -------------------------- -- REVIEW BY OTHERS: DAT'E: Access: Existing New Access Approval: Date BY� - ------------------ REI�IARKS (TO BE NOTED ON PERMIT): 27 � � � ARCHISTRUCTURES � Jcrry Palms P.E. ":�� ,�� Structural Engineer � 416 Hennepin nvenue East Minneapolis MN 55414 612 / 378 0393 LETTER OF CERTIFICATION SWEATT RESIDENCE PORCFI ADDITION 3225 BoHN�S POINT LnNE Wnvz�Tn MN ARCHISTRUCTURES #9512-3 ' March 18, 1996 Katherine Cartrette AIA Mulfinger Susanka Mahady & Partners Inc 43 Main Street SE Suite #410 Minneapolis MN 55414 Dear Katherine: I have provided structural design for the above referenced project. Structural information for primary structure such as beams, columns, joists, and footings is shown on your architectural plan drawings titled "balcony floor plan" and "lower floor plan." Also enclosed are the structural notes and structural specification for this project. If you should have any questions or concerns during the construction phase, please feel quite free to contact me. Sincerely, Jerry Palms PE Structural Engineer ARCHISTRUCTURES I hereby certify that this plan, speci- fication or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the state of Minnesota. Reg#19033 March 18, 1996 1 ,� � ARCHISTRUCTURES Jerry Palms P.E. Structural Engineer 416 Hennepin Avenue East Minneapolis MN 55414 612 /378 0393 STRUCTURAL SPECIFICATION SWEATT RESIDENCE PORCH ADDITION 3225 BOHN'S POINT LANE WAYZATA MN ARCHISTRUCTURES #9512-3 March 18, 1996 TABLE OF CONTENTS DIVISION 1 GENERAL 01010 Summary of the Work DIVISION 2 SITEWORK 02200 Soil Preparation DIVISION 3 CONCRETE 03200 Steel Reinforcement 03300 Cast-In-Place Concrete DIVISION 4 MASONRY 04100 Mortar and Masonry Grout 04220 Concrete Unit Masonry DIVISION 6 WOOD 06060 Connectors&Supports 06100 Rough Carpentry 06120 Structural Plywood&OSB 06170 Manufactured Structural Wood � . � Page 2 STRUCTURAL SPECIFICATION $WEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 SECTION 01010 2•O] SUBSTITUTIONS S U M MA RY O F T H E W O R K A. Materials and work described in this specification and in the construction documents shall establish the standard for any substitution. PART 1:GENERAL B. When the name of a manufacturer is specified, whether or not the name is followed by the term 1.01 DESCRIPTION OF THE WORK "or equal," any substitutions shall be approved by the engineer. A. Work included: This structural specification covers the materials and construction related to structural framing for Sweatt Residence. PART 3:CONSTRUCTION B. Work not included: This structural specifica- 3.01 USE OF CONSTRUCTION DOCUMENTS tion does not cover non-structural elements of the project, such as architectural, mechanical A. Field conditions: Contractor shall verify all and electrical work. field conditions. Report any error, omission, or inconsistency between existing conditions and 1.02 QUALITY ASSURANCE the construction documents to the engineer prior to construction. A. Governing building codes: All work described in this specif►cation and in the construction B. Discrepancies: Contractor shall review the drawings shall be performed in accordance with structural specifications and other structural the following codes: documents prior to construction. Report any discrepancies or omissions within them - or • The 1995 Minnesota State Building Code between them and other non-structural (MSBC). specifications and documenu - prior to construction. • Intemational Conference of Building Officials (ICBO), 1994 Uniform Building C. Document redundancy: 'The structural Code (UBC) and 1994 Dwel[ing materials and work required for this project may Construction under the Uniform Building be described either in the specifications or in the Code, as adopted by the MSBC. construction drawings, but not necessarily in both documents. B. Local codes and ordinances: All work shall also be performed in accordance with the 3.02 SAFETY requirements of any local governing authorities having jurisdiction. These requirements shall A. The contractor shall be responsible for the prevail, if more restrictive than the building safety of persons on the site and adjacent codes. properties, as well as compliance with all local, state and federal safety regulations during C. Other standards: It is the intent of these construction. construction documents that all work shall be of "good" and "custom" quality, performed 3.03 FORMWORK,SHORING&BRACING according to best practices of the trade, manufacturers' product recommendations, and A. The contractor shall be responsible for the any addi[ional standards mentioned in this design and erection of all formwork, shoring, specification. and temporary bracing required for construction until the project is complete.Any stockpiling of materials on the structural framing is at PART 2: MATERIALS contractor's own risk. � � Page 3 � STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 3.04 FUTURE EXPANSION 2. Unsuitable soils: Shall be those conforming to ASTM D2487 soil A. No provisions have been made for future classification groups GC, SC, ML, CL, expansion. Structural members have been CH,OL,OH and PT. designed for final"in place"loads only. *** PART 3:CONSTRUCTION 3.01 SOIL VERIFICATION SECTION O��oo A. Contractor's responsibility: It shall be the contractor's responsibility to verify the required soil quality. If in doubt, contractor shall inform S O I L P R E PA RAT I O N the owner,architect and structural engineer.The services of a registered soil engineer shall be obtained and a soil report submitted to the PART 1:GENERAL structural engineer prior to pouring footings. Owner shall beaz any additional costs for soil 1.01 SCOPE engineering and soil prepazation. A. Work included: This section covers all B. Normal settlement:Contractor shall inform the materials and construction related to soil owner that some adjustments are likely to occur preparation as shown on the construction in structure and finish materials due to normal drawings. settlement. However, settlement in excess of 1/4" may indicate a soil capacity less than the 1.02 QUALITY ASSURANCE assumed 2000 psf. A. Soil report: At the owner's option, there is no 3.02 SOIL EXCAVATION soil report for the project. Therefore, soil quality shall be governed by the 1995 A. Initial excavation: All topsoils to be stripped Minnesota State Building Code section and removed from balcony footprint. Remove 1300.6100: Conventional Foundation additional soil down to sub-grade bearing Construction. elevations for footings and slabs-on-grade as shown on the construction drawings. PART 2:MATERIALS B. Additional excavation: If unsuitable soils aze encountered at the required sub-grade 2.01 SOIL QUALITY elevations, contractor shall carry excavation deeper until satisfactory soils are found. A. All footings are assumed to beaz on undisturbed Alternatively, contractor shall proceed as soil or compacted fill capable of a minimum directed by a soil engineer. design pressure of 2000 psf. This soil quality corresponds to Soils Group I in Minnesota State 3.03 SOIL COMPACTION Building Code Table 2-B or to Soils Class#4 in UBC Table 18-1-A. A. Below footings: Shall be satisfactory soils compacted in 8" to 12" lifts to a minimum of 1. Satisfactory soils: Shall be those 98% of maximum dry density in accordance conforming to ASTM D2487 soil classi- with ASTM D698(Star�dard Proctor). fication groups GW, GP, GM, SM, SW, and SP. Shall be free of debris, waste, B. Under slab-on-grade or stone floor: Shall be organic, frozen, or any other unsuitable satisfactory soils compacted similar to below materials. footings, except also provide a 6" bed of well- y . Page 4 STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 graded sand (SW) immediately below slab recom-mended bar supports only. Wood, brick bearing. and other materials not acceptable. * "` * B. Deformed bar anchors/dowels:ASTM A496. C. Steel Bolts:ASTM A307,A325 or A490. SECTION O��oo D. Fabricated plate assemblies: ASTM A36 grade steel. STEEL REINFORCEMENT 2.04 FABRICATION AND ACCESSORIES A. Fabrication: Shop fabricate reinforcing steel and accessories to size, shape and dimensions PART 1 :GENERAL shown on shop drawings. 1.01 SCOPE PART 3:CONSTRUCTION A. Work included: This section covers all work and construction related to steel reinforcement 3.01 PLACEMENT OF STEEL REINFORCING and accessories for cast-in-place concrete and concrete unit masonry as shown on the A. Bar condition: Steel baz reinforcement and construction drawings. accessories shall be free of loose rust, dirt, oil and other materials that affect bonding capacity. 1.02 QUALITY ASSURANCE g. Bar Position: Position reinforcing bars accord- A. Design: American Concrete Institute ACI 318- �ng to shop drawings. Wire bars together and 89(92): Building Code Requirements for secure them in place to prevent movement Reinjorced Concrete. during concrete pouring. B. Detailing, fabrication, & erection: American D. Lapping: Lap wire mesh in slabs-on-grade so Concrete Institute ACI 315-92: Details and �at full,uncut squares lap each other. Detailing oj Concrete Reinforcement, and E. Minimum bar cover: Shall be in accordance Concrete Rein-forcement Steel Institute(CRSI), Manual of Standard Practice, 1990 edition. with ACI 318-89,section 7.7,including: I. Concrete cast against and permanently ex- PART 2 :MATERIALS posed to earth:3"cover. *** 2.01 STEEL REINFORCING A. Deformed steel reinforcing bars: ASTM A615-90, Grade 60. SECTION B. Welded wire fabric:ASTM A185-90a. 03300 2.02 ACCESSORIES: CAST-IN-PLACE CONCRETE A. Bar supports: Shall be in accordance with ACI 315-92. Accessories exposed to weather or to PART 1 : GENERAL view sha11 be plastic. Support welded wire fabric and footing bottom reinforcement with 1.01 SCOPE � • Page S STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 Chemical P150, Euclid WR-75, Master A. Work Included: This section covers all Builders Pozzolith 200-N, or Protex material and construction related to cast-in- Industries PDA 25XL. place concrete as shown on the construction drawings. 3. Color admixture: Refer to architectural specifications for any color admixture. B. Related work: 2.02 CONCRETE STRENGTH/PROPORTIONS 1. Section 03200: Steel reinforcement. A. Strength: Concrete shall have a minimum 1.02 STANDARDS compressive strength at 28 days as follows: A. Concrete design: Shall conform to American 1. All other concrete including interior slabs- Concrete Institute ACI 318-89 (92): BuiJding on-grade:3000 psi. Code Requirements for Reinjorced Concrete. B. Water/Cement Proportions:Concrete exposed B. Concrete work: Shall conform to American to the weather shall have a water/cement ratio of Concrete Institute ACI 301-89, Specifications 0.53 or less. for Structural Concrete for Buildings. C. Slump: In accordance with ASTM C143-90a, C. Concrete formwork: Shall conform to ACI slump shall be as follows: 347R-88:Guide to Formwork for Concrete. 1. Slab-on-grade:2"to 3". PART 2: MATERIALS 2. Footings:3"to 4." 2.01 CONCRETE MATERIALS 2.03 GROUT A. Portland Cement: ASTM C150-92,Type 1. l. Cement grout: See section 04100 (2.03) B. Aggregate: ASTM C33-90. Maximum size of of this specification: Mortar & masonry coarse aggregate shall be as follows: grout. Footings: 1 1/2" 2. Nonshrink grout: ASTM C1107. Use at steel column base plates and anchor bolts C. Water: Clean,potable and free of any materials or wherever dimensional stability is harmful to concrete or steel. critical. Master Builders Master�low 713 Grout, Sonnebom Sonogrout, or US Grout D. Admixtures: Only the following three types of Company Five Star Grout. admixtures may be used: 1. Air Entraining Admixture: Shall be used 2•OS CURING&SEALING COMPOUND with concrete exposed to weather. A. Shall be a chlorinated rubber or styrene-butalene Proportions of entrained air shall be 5 to based curing and sealing compound with a 7% by volume as determined by ASTM minimum solids content of 25% conforming to C233-90 and C260-86: Euclid Air-mix or ASTM C309-91: Euclid Super Floor Coat or Protex Industries Prote� Air-entraining Super Pliocure, Master Builders Masterseal, or Solution. Sonneborn Kur-N-Seal 0800. 2. Water Reducing Admixture: May be 2,06 VAPOR BARRIER used to reduce the unit water content of the concrete. ASTM C494-9Q Type A, free of any added lignin and chloride: Cormix ' � Page 6 STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 A. Shall be 6 mil thick, polyethylene sheet A. Frost protection: Shall be in accordance with conforming to ASTM D4397-91. Furnish Minnesota State Building Code 1300.5500: adhesive backed polyethylene tape. 1. All footings:60 inches below finish grade. PART 3:CONSTRUCTION B. Frost exposure: Contractor shall provide means to adequately protect footings from frost 3.O1 TEMPORARY FORMWORK exposure during construction. A. Contractor's responsibility: Design, engineer- 3.09 CONCRETE SLABS-ON-GRADE ing, and construction of formwork to be the contractor's responsibility. A. Minimum thickness & reinforcing: All slabs- on-grade shall be minimum 4"thick with 6 x 6/ B. Tolerances: Tolerances for formed concrete W 1.4 x W 1.4 welded wire fabric unless noted shall be as specified in ACI 301, Table 4.3.1. otherwise on construction drawings. Completed concrete shall conform to the dimen- Altemately, with approval of architect and sions, shapes, and grades shown on the owner, slabs-on-grade may be glass fiber construction drawings and shall be without reinforced. excessive deflection. *** 3.02 CONCRETE MIXING&DELIVERY A. Ready-mix concrete: Shall be mixed and deli- SECTION vered in accordance with ASTM C94-91a. 04100 3.03 CONCRETE PLACEMENT A. Standard: Placing of concrete shall conform to MORTAR & ACI 304R-85: Guide for Measuring, Mixing, MASONRY GROUT Transporting and Placing Concrete. B. Old concrete: Do not place new concrete PART 1 :GENERAL against old concrete that has obtained its initial set, except at joints. Discard any unused 1.01 SCOPE concrete that has obtained its initial set. A. Work included: This section covers all 3.05 WEATHER PROTECTION materials and construction related to mortar and masonry grout as shown on the construction A. Cold Weather: Maintain minimum drawings. � temperatures for curing in accordance with ACI 306R-88, Cold Weather Concreting. Do not 1.02 QUALITY ASSURANCE place concrete on frozen ground or in forms containing ice or snow. A. Standard: All work shall conform to the American Concrete Institute ACI 530-88, B. Warm Weather: Do not place concrete Building Code Requirements for Masonry without engineer's approval when outside Structures. temperature is above 85' F. If approval is given, place and cure concrete in accordance with ACI 305R-91,Hot Weather Concreting. PART 2 : MATERIALS 3.06 CONCRETE FOOTINGS 2.01 MATERIALS A. Portland Cement: ASTM C150-92,Type I. � � . � Page 7 STRUCTURAL SPECIFICATION $WEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 B. Hydrated Lime: ASTM C207-91(1992)Type S. B. Re-laying mortar: Where masonry units are disturbed after the mortar has set, remove and C. Masonry Cement: ASTM C91-91. re-lay the units with fresh mortar. D. Sand: ASTM C144-91. 3.03 WEATHER PROTECTION E. Water:Clean,potable and free of materials that A. During placement: Lay no masonry when are hartnful to steel or concrete. outside air temperature is below 40' F. or expected to fall below 40' F., unless sand and 2.02 MORTAR mixing water are heated to provide a mortar temperature of 70' F. and the completed work A. Proportions: Mortar shall conform to the is protected from freezing. Maintain an air Proportion Specif:cations of ASTM C270-90a. temperature above 40' F. on both sides of the masonry for at lease 24 hours aRer placement. B. Mortar type&minimum strength: B. During curing: Changes in temperature of the 1. Reinforced masonry: Type "M" mortar. masonry shall be as uniform as possible and Minimum compressive strength @ 28 days shall not exceed 5' F. in one hour or 50' F. in shall be f m=2800 psi. a 24 hour period. 2.03 MASONRY GROUT *** A. Proportions: Shall be in conformance with ASTM C476.Water content may be adjusted for SECTION proper workability and to enable proper placement under existing field conditions, but �42,2,� without segregation of materials. B. Minimum strength: Minimum compressive CONCRETE UNIT MASONRY strength @ 28 days shall be fg=2000 psi. C. Slump: Shall be between 8 and 11 inches as PART 1 :GENERAL determined by ASTM C143-90a. 1.01 SCOPE 2.04 ADMIXTURES A. Work Included: This section covers all A. Mortar and grout for this project shall contain materials and constructon related to concrete no other admixtures unless approved by the unit masonry as shown on the construction engineer and local building official. drawings. B. Related work: PART 3:CONSTRUCTION 1, Section 04100: MoRar&masonry grout. 3.01 PLACING MORTAR 2. Section 03200: Steel reinforcement. A. Joint width: Shall be 3/8 inches unless noted 1.02 QUALITY ASSURANCE otherwise in architectural specification.Lay first course of masonry block on footings with a full A. Standard: Work shall conform to the bed of mortar. Lay successive courses with American Concrete Institute ACI 530-88, divided bed joints. Tool exposed joints in Building Code Requirements for Masonry concrete block work to a concave surface until Structures. mortar is thumbprint hard. � • . Page 8 � STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 A. Work included: This section covers all PART 2: MATERIALS materials and construction related to wood connectors and supports as shown on the 2.01 MASONRY MATERIALS construction drawings. A. Concrete Block: ASTM C90-94, Type 1, 1.02 QUALITY ASSURANCE normal weight concrete block manufactured from sand-gravel aggregate conforming to A. Standard: Perform all work in accordance ASTM C33-90. Compressive strength @ 28 with the 1991 edition of National Design days shall be Fg=1700 psi minimum. Specification jor Wood Construction. • Testing: Block supplier shall at request be able to provide test reports to engineer PART 2:MATERIALS showing conformance to ASTM C90-94. 2.01 CONNECTION HARDWARE 2.02 STEEL REINFORCEMENT AND TIES A. Nails: Shall be box nails in accordance with A. Steel reinforcement: Refer to section 03200: Federal Specification FF-N-lOSB. Steel reinforcement and accessories. B. Wood screws: Shall meet ANSUASME standard B18.6.1-1981. PART 3: CONSTRUCTION C. Thru-bolts, nuts, washers, lag bolts, lag 3.01 PLACING MASONRY BLOCK screws,&anchor bolts: Shall be ASTM A307. Or,with engineer's approval,may be other steel A. Quality Standard: Lay masonry plumb, true with minumum yield strength of Fy=45,000 psi and level. meeting ANSUASME standard B18.2.1-1981. B. Pattern: Shall be running common bond uniess • Anchor bolts: Shall be hot dipped noted otherwise in architectural specifications. galvanized, 1/2 inch diameter plus 2"hook at end, unless noted otherwise on the C. Lintels and Bond Beams: All openings in construction drawings. Length shall allow concrete block walls shall have reinforced for 6 inch minimum embedment in concrete block lintels. Reinforce lintels and concrete or grout. bond beams as indicated on drawings. Support and tie reinforcing with a minimum clearance of D. Expansion anchors: Shall be GSA 3/4"between reinforcing and block shells. specification FF-S-325, hot dipped galvanized, with size, type, spacing and embedment length *** as shown on drawings: Hilti Kwik-Bolt or Rawl Raw[-Bolt. SECTION E. Prefabricated steel connectors: Shall be hot dipped galvanized conforming to ASTM A526- 06060 90:Simpson Strong-Tie or Kant-Sag. WOOD CON N ECTORS �•02 WEATHER EXPOSURE & S U P PO RTS A. Weather exposure:All steel connectors used at weather or water vapor exposed conditions shall be hot dipped galvanized conforming to ASTM PART 1:GENERAL A526-90. 1.01 SCOPE ' � �� Page 9 ` STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 PART 3:CONSTRUCTION B. Grade stamp: Each piece of lumber and heavy timber shall be grade stamped by an agency 3.01 INSTALLATION certified by the American Lumber Standards Committee. A. Contractor is responsible to select and install the proper connectors and supports for wood members such as joists,rafters and columns. PART 2 :MATERIALS B. Contractor is also responsible for connections 2.01 DIMENSIONAL LUMBER wherever a loading is marked in pounds on the drawings. A. Dimensional lumber: Shall be dressed S4S unless specified otherwise by architect. *** B. Moisture content: Shall be 19% or less at installation. Under no circumstances shall green SECTION lumber with moisture content greater than 19% 06100 be used. C. Rafters: 2x8 dimension or deeper shall be #2 RO U G H CA R P E N T RY Douglas Fir or better. 2x4 or 2x6 shall be #2 Hem-Fir or better. PART 1:GENERAL D. Preservative treatment:All lumber exposed to wet conditions shall be treated with a 1.01 SCOPE waterborne preservative in accordance with American Wood Preservers Association AWPA A. Work included: This section covers all C2-89.Each piece shall bear the AWPA quality materials and construction related to rough mark. Field cut pieces shall be treated with a carpentry as shown on the construction brush coat of the same preservative in drawings. accordance with AWPA M4-84. B. Related work• 1. Exterior location: Unless specified as #2 Cedar by the architect, all wood materials 1. Section 06060: Wood connectors& shall be #2 Southern Pine treated to the su orts. following retentions: PP 1.02 DEFINITIONS • Above ground:0.40 retention. A. Dimensional lumber: Wood materials with at • Ground contact:0.60 retention. least one cross-sectional dimension that is less than 4 inches nominal. PART 3:CONSTRUCTION B. Heavy timber: Wood materials of greater than ' 4 inches nominal in both cross-sectional 3.02 PROPER COLUMN BEARING dimensions. A. All wood columns shall beaz true, flush and 1.03 QUALITY ASSURANCE level so that column loads are transfered over the full cross-sectional area of the column. A. Standard: Perform all work in accordance with the 1991 edition of National Design *** Specification jor Wood Construction. SECTION � � � ' Page 10 STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 OL��O other that meets the APA Performance Rated V Standards. STRUCTURAL PLYWOOD & B. Substitutions for plywood: At the approval of O R I E N T E D ST RA N D B O A R D the architect, the contractor may substitute an equal thickness of OSB material for the plywood, if the APA Performance Rating is identical. PART 1:GENERAL 2.04 STRUCTURAL ADHESIVES 1.01 SCOPE A. APA Glued Floor System: Adhesive shall A. Work included: This section covers all conform to APA specification AFG-01-84: materials and construction related to structural H.B.Fuller Company TA-175 Sturdi Bond plywood or oriented strand board panels as Adhesive, 3M Company Scotch Grip Wood shown on the construction drawings. Adhesive 5230. 1.02 QUALITY ASSURANCE PART 3:CONSTRUCTION A. Trademark:Each panel shall be identified with the appropriate mark of the American Plywood 3.01 BALCONY Association - The Engineered Wood Association(APA). A. Construction standard: All roofs shall be constructed in accordance with the APA Code B. Standards: Each panel shall be APA P[us standard.. Leave a 1/8 inch space at all Performance Rated in accordance with one of joints to allow for panel expansion. Provide the following standards: adequate ventilation per local code 1. Voluntary Product Standard PS1-83: requirements. Construction and Industrial Plywood. g, Materials: All panels shall be APA Rated Sheathing,C-D Grade,Exposure 1. 2. Voluntary Product Standard PS2-92: Perjormance Standard for Wood-based • 16^ o.c. spacing: Minimum 24/16 span Structura!-Use Panels. rating. 3. APA PRP-108-91: Performance Stan- dards and Policies for Structural-Use • 24" o.c. spacing: Minimum 32/16 span Panels. rating. C. Nailing pattern: All roof systems shall be PART 2•MATERIALS constructed as shear diaphragms in accordance with UBC table 23-I-J-I: 2A1 PLYWOOD • Supported edges:8d nails @ 6"o.c. A. Definition: Any panel composed of thin sheets of wood veneer,or plies,and arranged in layers . Intermediate supports:8d nails @ 12"o.c. (always an odd number) that meets the APA *** Performance Rated Standards. 2.02 ORIENTED STRAND BOARD(OSB) SECTION A. Definition:Any panel composed of compressed �6170 wood strands arranged in layers (usually three to five) and oriented at right angles to each . �� ` Page 11 STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 MANUFACTURED Louisiana Pacific, or Watershed by Trus Joist STRUCTURAL WOOD Macmillan. 2.02 PARALLEL STRAND LUMBER(PSL) PART 1:GENERAL A. Material: Shall be Parallam PSL by Trus Joist Macmillan. 1.01 SCOPE B. Minimum design values: F6=2900 psi and A. Work included: This section covers all E=2,000,000 psi. materials and construction related to manufactured wood beams, columns, headers C. Beam substitutions: PSL beams may be and joists as shown on the construction substituted wherever LVL beams are specified drawings. on the drawings, if an equal or larger cross- section is used. B. Related work: D. Column substitutions: No substitutions aze ]. Section 06060:Connectors&supports. allowed without engineer's approval for Parallam PSL columns where specified on 1.02 QUALITY ASSURANCE drawings. Glulam or steel columns may be considered for approval. A. Standard: Perform all work in accordance with 1991 edition of National Design E. Preservative treatment: Speciftcation for Wood Construction. l. Standard: All PSL material exposed to moisture conditions shall be Wolmanized PART 2•MATERIALS Parallam Southern Pine PSL treated to 0.60 retention in accordance with 2.01 LINEAR VENEER LUMBER(LVL) American Wood Preservers Association AWPA C9. Each PSL piece shall bear the A. Material: Shall be the following manufacturer, AWPA quality mark. All field cut pieces grade and series oniy, unless otherwise shall be treated with a brush coat of the approved by the engineer: same preservative in accordance with AWPA M4-84. • Gang-Lam S LVL 3100Fb 2.OE by Louisiana Pacific. 2• Wet conditions: Shall include the following: • Microllam LVL 2600Fb 1.8E by Trus • Exterior locations:Whether above or Joist Macmillan. in contact with ground. • StrucLam LVL 2950Fb 2.OE by 2•05 FABRICATION&IDENTIFICATION Willamette Industries. A. Fabrication: All prefabricated wood members shall be manufactured in a plant approved by • SelecTem LVL 2800Fb 1.8E by Temlam. the UBC building code and under the supervision of an approved third party B. Member thickness: All LVL members are inspection agency. called out in one or multiple plies. Each ply shall be 1 3/4"in thickness only. B. Identification: All prefabricated wood members shall be identified by a stamp C. Weather protection: All LVL material used on indicating the product grade and type, this project shall be protected by a factory manufacturer's name, plant number and the applied resin-impregnated overlay: MDO by inspection agency's logo. � .I ► � Page 12 STRUCTURAL SPECIFICATION SWEATT RESIDENCE WAYZATA MN ARCHISTRUCTURES #9512-3 3. Vertical nailing on wide face of beam: 2.06 MANUFACTURER'S WARRANTY Shall be spaced as specified in UBC code for#2 Douglas Fir. A. Delivery:The products shall be delivered to the site free of errors or defects in workmanship END and material. B. Performance: The products shall be warranted to perform to the manufacturer's specifications for the normal and expected life of the building. PART 3:CONSTRUCTION 3.01 ERECTION A. Temporary storage: All prefabricated wood materials shall be carefully stored and protected from the weather until installation. B. Installation: Shall be in accordance with the construction drawings as well as any drawings and recommendations provided by the manufacturer. 3.02 CONNECTIONS A. Contractor's responsibility: Contractor is responsible for proper connection and bearing of all prefabricated members. See section 06060 of this specification: Wood connectors and supports. Contact engineer for design assistance. B. Nailing into LVL and PSL beams: 1. Lateral nailing and withdrawal: Load capacity shall be as specified in UBC code for#2 Douglas Fir. 2. Nailing along narrow(top)face of beam: Minimum spacing shall be: • 8d nails:3 inches. • lOd or 12d nails:4 inches. • 16d nails on an LVL beam: 5 inches. • 16d nail on a PSL beam:8 inches. DATE TIME CITY OF ORONO CALLEDIN � / S� INSPECTION NO,�� ,f SCHEDULEO �--� i/y�� C' '•� �' PERMIT N0. �� COMPLETED � ADDRESS ��5 - � -� - � . OWNER ��- CONTR. TELEPHONE NO. �J�`� �G'� i` � DESCRIPTION �Q_t�� 1 FOOTIN 11 MECHANICALRI 18IXCAV/ORADIN�/FIWNO � 02 FRAMING 13 MECHANICAL FINAL 19 LAi�SHOREJWETIANDS 0 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z p4 yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBINCi RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PIUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O a � O � W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED G PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERT�FICATE OF OCCUPANCY W O ❑CORRECT WORK,CAI�FOR REINSPECTtON TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN r CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for next ir�spection 24 hours in advance.473-7357 i OwnedContr or on it : Inspector. . White Copyllnspector's File Canary CopyfSite Notice �f� D�,TE TIME CITY OF ORONO CALLED IN ' ' c INSPECTION NOTICE scHEou�E� �� y '��= � ' �` �' PERMIT NO. ��i.�� ' % COMPIETED 1 ADDRESS�'�� .ti�--�; ��;� � / , i OWNER - � ,.;% CONTR. _ `�� "' � TELEPHONENO. — �� '�`�- � "� � DESCRIPTION ��< �6�, � 01 FOOTING 11 MECHANICAL RI 18 D(CAV/C,RADINO/FIWNd y 02 FRAMINd 13 MECHANICAL FINAL 19 LAY�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL-BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q _ ,_05 FINAL 14 SEWER HOOK•UO O6 PROGRESS ~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J � 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBIN�FINRt - 36 FOUNDATION REMOVAL Z OWNER,�ONTRACTOR 7�0 MEET YOU:,�YES_NO � COMMENTS: � W a � J O � � O k W � Q � Z W � W � � d VORKSATISFACTORY:PROCEED PROJECTCOMPLETE W � C' CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL REfUFN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ction 24 hours in advance.473-7357 OwnedContracto ' e inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED w - INSPECTION NOTICE scHEou�E� � � ''�' PERMIT N0. � COMPLETED ., ,�, ADDRESS �`'�.. ,� � _ ��,�._ , , � '-- ` _:� , OWNER -_� - � ,;s-, CONTR. i:��;`,, - ;' i .��:, ��;, ,.� TELEPHONE NO. ' ' �`�` `"'� � 1' �� DESCRIPTION r., �' �' l� � 01 FOOrINQ__ 11 MECHANICALRI 18IXCAV/�RADINCi/FIWNQ � 02 FRAMINO 13 MECHANICAL FlNAL 19 LAi�SHOREJWETIANDS Q 03 INSUTATION 24/25 WOOD BURNEWFlREPLACE 34 TREE REMOVAL Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION � OS FINAL 14 SEWER HOOK-UO 06 PROGRESS _ � 07 DEMa�ITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBINCi RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINd FINAL 36 FOUNDATION HEMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O >. � O � W � Q � 2 W � W � � � d ORK SATISFACTORY:PROCEED � PROJECT COMPLETE W � ❑CORRECT WORK 8 PfiOCEED G ISSUE CERTIFiCATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COYERING PERMANENT ❑COFRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ` ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ction 24 hours in advance.473-7357 OwnerlCoMractor Inspector. - White Copyllnspector's File Canary CopylSite Notice